鄂尔多斯盆地东南部山西组泥岩封盖性能评价

为弥补鄂尔多斯盆地东南部盖层的研究空白,借鉴已有研究成果与盖层基本特征,选取泥岩孔隙度、渗透率、厚度以及排替压力4个参数,结合灰色理论分析方法,对鄂尔多斯盆地东南部山西组泥岩盖层封盖性能进行了综合定量评价。结果表明:盆地东南部泥岩北东部较厚,整体呈从北向南减薄的趋势,南部孔隙度及渗透率均偏高;泥岩盖层排替压力较大,大于8 MPa的平面面积占70%以上;由灰色理论打分评价可知,山西组整体盖层封盖性能较好,封盖能力特强(Ⅰ类盖层)、封盖能力强(Ⅱ类盖层)的盖层分布区域广泛,Ⅰ类和Ⅱ类盖层主要发育于盆地北部、北东部,中部延长、延安、志丹等周边地区,盖层封盖性好,Ⅲ类盖层(封盖能力中等)、Ⅳ类盖层(封盖能力差)主要发育于南部。盖层发育较好的地区,经勘探开发与试气,单井日产量可达上万方,证明评价结果与勘探实践匹配。     

Distribution,genesis, and pollution risk of ammonium nitrogen in groundwater in an arid loess plain,northwestern China

Nitrogenous pollutants from intense human activities have become serious environmental and health problems worldwide, particularly in groundwater source areas used for public water supply. To investigate the genesis and pollution risks associated with elevated concentrations of ammonium nitrogen in a groundwater source area, investigations were undertaken in the Jinji groundwater source area, located in an arid loess plain in northwestern China where 16 groundwater samples were collected from an aquifer used for water supply. The investigation indicated that high concentrations of ammonium nitrogen originated mainly from: infiltration of water from the Yellow River; livestock; and the discharge of industrial wastes. Measured parameters including pH, the permanganate index and the oxidation reduction potential could be used as important indicators of the genesis of ammonium nitrogen. A modified DRTCLN model was applied to the observed distribution of ammonium nitrogen to assess pollution risk of regional groundwater. The model was optimized by rebuilding the index system, and the analytic hierarchy process was used to calculate the rating scale of each index. A Monte Carlo simulation was performed to analyze the uncertainty of results of the risk assessment. The result showed that the risk value is relatively low in most areas of the groundwater source area. Only an industrial area in the southwestern part of the groundwater source area was classified as high risk; it should be the key factor of pollution control.     

Coseismic Fault Slip of the September 16, 2015 <Emphasis Type="Italic">Mw</Emphasis> 8.3 Illapel,Chile Earthquake Estimated from InSAR Data

The complete surface deformation of 2015 Mw 8.3 Illapel, Chile earthquake is obtained using SAR interferograms obtained for descending and ascending Sentinel-1 orbits. We find that the Illapel event is predominantly thrust, as expected for an earthquake on the interface between the Nazca and South America plates, with a slight right-lateral strike slip component. The maximum thrust-slip and right-lateral strike slip reach 8.3 and 1.5 m, respectively, both located at a depth of 8 km, northwest to the epicenter. The total estimated seismic moment is 3.28 × 10²¹ N.m, corresponding to a moment magnitude Mw 8.27. In our model, the rupture breaks all the way up to the sea-floor at the trench, which is consistent with the destructive tsunami following the earthquake. We also find the slip distribution correlates closely with previous estimates of interseismic locking distribution. We argue that positive coulomb stress changes caused by the Illapel earthquake may favor earthquakes on the extensional faults in this area. Finally, based on our inferred coseismic slip model and coulomb stress calculation, we envision that the subduction interface that last slipped in the 1922 Mw 8.4 Vallenar earthquake might be near the upper end of its seismic quiescence, and the earthquake potential in this region is urgent.     

全景地图隐私信息处理的关键技术研究

全景地图系统在数据生产中存在一些可能涉及泄漏个人隐私的信息。本文提出了通过采用特征提取和监督学习分类的方法来检测和处理隐私信息的方法。以人脸和车牌号为例,分别采用支持向量机和投影定位的方法进行了隐私信息定位检测。试验证明,该方法具有较好的可行性。     

水库诱发地震作用下三峡库区基岩地震动模拟

使用接触单元建立三峡库首区断裂展布有限元模型,使用确定性的设定地震方法,为时程分析提供合理的水库地震动输入。二维有限元水平基岩地震动模拟结果表明,九畹溪断裂发生M5.5级构造型水库地震时,三峡大坝场址水平向基岩PGA为175 Gal;而高桥断裂发生M5.5级地震时,巴东县城场址水平向基岩PGA为303 Gal。断裂带两侧PGA出现明显的不连续特征,场址基岩地震动参数的计算有必要考虑该影响。     

Modelling study of three-dimensional circulation and particle movement over the Sable Gully of Nova Scotia

The Sable Gully is a broad deep underwater canyon located to the east of Sable Island on the edge of the Scotian Shelf. Being the home of many marine species including the endangered Northern Bottlenose Whale, the Gully was designated as a marine protected area (MPA) in 2004. Better understanding of physical environmental conditions over this MPA is needed for sustainable ecosystem management. In this study, a multi-nested ocean circulation model and a particle tracking model are used to examine the three-dimensional (3D) circulation and movement of particles carried passively by the flow over the Sable Gully. The 3D circulation model is driven by tides, wind, and surface heat/freshwater fluxes. The model performance is assessed by comparing the results with the previous numerical tidal results and current meter observations made in the Gully. The simulated tidal circulation over the Gully and adjacent waters is relatively strong on shallow banks and relatively weak on the continental slope. Below the depth of the Gully rim ( ～ 200 m), the tidal currents are constrained by the thalweg of the Gully and amplified toward the Gully head. The simulated subtidal circulation in the Gully has a complex spatial structure and significant seasonal variability. The simulated time-dependent 3D flow fields are then used in a particle tracking model to study the particle movements, downstream and upstream areas, and residence time of the Gully. Based on the movements of particles released at the depth of the Gully rim and tracked forward in time, the e-folding residence time is estimated to be about 7 and 13 days in February and August 2006, respectively. The Gully flanks are identified as high retention areas with the typical residence time of 10 and 20 days in February and August 2006, respectively. Tracking particles with and without tides reveals that tidal circulation reduces the value of residence time in the Gully, particularly along the Gully flanks.     

场地划分标准对基岩地震动参数衰减关系的影响

基于美国NGA强震观测数据库中描述场地的不同指标,定义了五种不同的"基岩"场地类型,得到了相应的数据集;同时采用最小二乘法回归得到了世界范围内对应不同"基岩"定义的地震动参数衰减关系,并研究了不同场地划分标准造成的基岩地震动参数衰减关系的差异。     

武陵山片区自我发展能力测算及时空演变分析——基于2005、2008和2011年县级数据的实证

连片特困区的贫困是特殊的区域性贫困,减贫与发展的关键在于形成区域自我发展能力。了解连片特困区自我发展能力的现状、制约因素和时空演变规律就显得十分重要。本研究基于中观的视角,将区域自我发展能力理解为产业能力、市场能力、空间能力和软实力四个维度耦合的复杂系统,通过构建多指标综合测算方法,测算了连片特困区的典型代表武陵山片区2005、2008 和2011 年各县市的自我发展能力,并对其时空演变特征与趋势进行了分析。结果表明：① 武陵山片区自我发展能力整体偏低且发展不平衡;② 空间能力和软实力是制约武陵山片区自我发展能力提升的两块短板;③ 2005-2011 年间,武陵山片区自我发展能力各维度间的一致性逐渐增强,自我发展能力内部结构更为合理;④ 武陵山片区自我发展能力空间上呈“东南部相对下降,北部整体上升”的趋势,并且产业能力、市场能力、空间能力和软实力均有自身明显的演变趋势。     

吉林中部晚三叠世和早侏罗世两期铝质A型花岗岩的厘定及对吉黑东部构造格局的制约

高精度同位素年代学和岩石学、元素地球化学研究结果表明,吉林省中部地区存在晚三叠世和早侏罗世两期铝质A型花岗岩。其中三道河正长花岗岩的锆石LA ICPMS年龄为(216±3) Ma,形成于晚三叠世,受控于华北板块和其北侧板块在晚二叠世—早三叠世沿西拉木伦河—长春—延吉缝合带碰撞拼合后的岩石圈伸展作用,标志古亚洲洋构造域的演化结束。天桥岗碱长花岗岩的锆石SHRIMP和TIMS年龄分别为(182±3) Ma和(188±4) Ma,全岩Rb Sr等时线年龄为(185±4) Ma,形成于早侏罗世,可能是与佳木斯板块和松嫩—张广才岭板块在早侏罗世早期沿嘉荫—牡丹江缝合带碰撞拼合有关的伸展作用的产物。这次板块碰撞作用很有可能标志着东北地区东部此时已经开始进入滨太平洋构造域的演化阶段。更详细的研究显示,两期A型花岗岩岩浆都来源于年轻的基性玄武质下地壳的部分熔融,岩浆经历了分离结晶作用。     

汉诺坝大麻坪低εNd中性麻粒岩包体单颗粒锆石U-Pb年代学研究

利用 LA-ICPMS对采集自汉诺坝大麻坪玄武岩中的两个 143Nd/144Nd比值最低[εNd(0)=-26.8～-29.5]的中性麻粒岩包体的单颗粒锆石 U-Pb年代学进行了研究,获得了 2 444 Ma和 2 494 Ma的上交点年龄和 88 Ma的下交点年龄,反映它们是新太古代形成的受到中生代岩浆底侵-热变质作用影响的下地壳麻粒岩.这些包体与周坝玄武岩中～1.9 Ga的长英质麻粒岩包体共同确证了华北克拉通北缘目前的下地壳中仍然残留有前寒武纪下地壳岩石.结合区域构造演化历史和 DMP-70的层状堆晶特征,推断其原岩形成于～2.5 Ga岩浆底侵事件.